Performance Analysis of Demak–Surabaya Road Section Using the PKJI 2014 Method

Authors

  • Rizal Firmansyah Universitas 17 Agustus 1945 Surabaya
  • Faradlillah Saves Universitas 17 Agustus 1945 Surabaya
  • Putri Suci Mawariza Universitas 17 Agustus 1945 Surabaya

Keywords:

Road Performance, Traffic Volume, Degree of Saturation, Level of Service, PKJI 2014, Roadside Friction, Jalan Demak Surabaya

Abstract

The growth of transportation activities in urban areas has led to an increase in traffic volume on surrounding road segments. This study aims to analyze the performance of Jalan Demak in Surabaya. The method used is the Indonesian Highway Capacity Manual (PKJI) 2014, which includes analysis of traffic volume, road capacity, degree of saturation (DS), average travel speed, and level of service (LOS). Based on the analysis results, the highest traffic volume occurred on Monday from 4:00 PM to 5:00 PM, with a value of 4,101.4 pcu/hour. These results indicate that roadside disturbances have a significant impact on traffic congestion along this road, particularly during peak hours. This analysis is expected to serve as a foundation for government planning in traffic management.

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Published

2026-03-05

Issue

Section

Articles